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  • Artigo de periodico

    Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties (2023)

    Silva, Lucas Araújo Rodrigues da; Torii, André Jacomel; Beck, André Teófilo

    Source: Probabilistic Engineering Mechanics. Unidade: EESC

    Subjects: TOPOLOGIA, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      SILVA, Lucas Araújo Rodrigues da e TORII, André Jacomel e BECK, André Teófilo. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, v. 71, p. 1-19, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.probengmech.2022.103384. Acesso em: 30 set. 2023.

    • APA

      Silva, L. A. R. da, Torii, A. J., & Beck, A. T. (2023). Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. Probabilistic Engineering Mechanics, 71, 1-19. doi:10.1016/j.probengmech.2022.103384

    • NLM

      Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.probengmech.2022.103384

    • Vancouver

      Silva LAR da, Torii AJ, Beck AT. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties [Internet]. Probabilistic Engineering Mechanics. 2023 ; 71 1-19.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.probengmech.2022.103384

  • Artigo de periodico

    Assessment of risk reduction strategies for terrorist attacks on structures (2023)

    Stewart, Mark G; Thöns, Sebastian; Beck, André Teófilo

    Source: Structural Safety. Unidade: EESC

    Subjects: TERRORISMO, EDIFÍCIOS, RISCO, ESTRUTURAS

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    • ABNT

      STEWART, Mark G e THÖNS, Sebastian e BECK, André Teófilo. Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, v. 104, p. 1-11, 2023Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2023.102353. Acesso em: 30 set. 2023.

    • APA

      Stewart, M. G., Thöns, S., & Beck, A. T. (2023). Assessment of risk reduction strategies for terrorist attacks on structures. Structural Safety, 104, 1-11. doi:10.1016/j.strusafe.2023.102353

    • NLM

      Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102353

    • Vancouver

      Stewart MG, Thöns S, Beck AT. Assessment of risk reduction strategies for terrorist attacks on structures [Internet]. Structural Safety. 2023 ; 104 1-11.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2023.102353

  • Artigo de periodico

    On the ergodicity assumption in Performance-Based engineering (2022)

    Beck, André Teófilo ; Bosse, Rúbia Mara; Rodrigues, Isabela Durci

    Source: Structural Safety. Unidade: EESC

    Subjects: ENGENHARIA, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      BECK, André Teófilo e BOSSE, Rúbia Mara e RODRIGUES, Isabela Durci. On the ergodicity assumption in Performance-Based engineering. Structural Safety, v. 97, p. 1-8, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.strusafe.2022.102218. Acesso em: 30 set. 2023.

    • APA

      Beck, A. T., Bosse, R. M., & Rodrigues, I. D. (2022). On the ergodicity assumption in Performance-Based engineering. Structural Safety, 97, 1-8. doi:10.1016/j.strusafe.2022.102218

    • NLM

      Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2022.102218

    • Vancouver

      Beck AT, Bosse RM, Rodrigues ID. On the ergodicity assumption in Performance-Based engineering [Internet]. Structural Safety. 2022 ; 97 1-8.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.strusafe.2022.102218

  • Artigo de periodico

    Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings (2022)

    Miguel, Leandro Fleck Fadel; Lopez, Rafael Holdorf; Torii, André Jacomel; Beck, André Teófilo

    Source: Structures. Unidade: EESC

    Subjects: SISMOLOGIA, ESTRUTURAS, RISCO, ESTRUTURAS

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    • ABNT

      MIGUEL, Leandro Fleck Fadel et al. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, v. 45, p. 415-426, 2022Tradução . . Disponível em: http://dx.doi.org/10.1016/j.istruc.2022.08.121. Acesso em: 30 set. 2023.

    • APA

      Miguel, L. F. F., Lopez, R. H., Torii, A. J., & Beck, A. T. (2022). Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings. Structures, 45, 415-426. doi:10.1016/j.istruc.2022.08.121

    • NLM

      Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.istruc.2022.08.121

    • Vancouver

      Miguel LFF, Lopez RH, Torii AJ, Beck AT. Reliability-based optimization of multiple nonlinear PTMDs for seismic retrofitting of buildings [Internet]. Structures. 2022 ; 45 415-426.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.istruc.2022.08.121

  • Artigo de periodico

    Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems (2022)

    Gomes, Wellison José de Santana; Garmbis, Alexandre Galiani; Beck, André Teófilo

    Source: Structural and Multidisciplinary Optimization. Unidade: EESC

    Subjects: MECÂNICA DA FRATURA, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      GOMES, Wellison José de Santana e GARMBIS, Alexandre Galiani e BECK, André Teófilo. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems. Structural and Multidisciplinary Optimization, v. 65, n. 3, p. 1-20, 2022Tradução . . Disponível em: https://dx.doi.org/10.1007/s00158-022-03182-4. Acesso em: 30 set. 2023.

    • APA

      Gomes, W. J. de S., Garmbis, A. G., & Beck, A. T. (2022). Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems. Structural and Multidisciplinary Optimization, 65( 3), 1-20. doi:10.1007/s00158-022-03182-4

    • NLM

      Gomes WJ de S, Garmbis AG, Beck AT. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems [Internet]. Structural and Multidisciplinary Optimization. 2022 ; 65( 3): 1-20.[citado 2023 set. 30 ] Available from: https://dx.doi.org/10.1007/s00158-022-03182-4

    • Vancouver

      Gomes WJ de S, Garmbis AG, Beck AT. Hybrid MCS‑FORM approach to solve inverse fracture mechanics reliability problems [Internet]. Structural and Multidisciplinary Optimization. 2022 ; 65( 3): 1-20.[citado 2023 set. 30 ] Available from: https://dx.doi.org/10.1007/s00158-022-03182-4

  • Artigo de periodico

    Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation (2022)

    Alves, Gabriel Padilha; Miguel, Leandro Fleck Fadel ; Lopez, Rafael Holdorf; Beck, André Teófilo

    Source: Structure and Infrastructure Engineering. Unidade: EESC

    Subjects: TRANSMISSÃO DE ENERGIA ELÉTRICA, KRIGAGEM, ESTRUTURAS

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    • ABNT

      ALVES, Gabriel Padilha et al. Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation. Structure and Infrastructure Engineering, p. 1-15, 2022Tradução . . Disponível em: http://dx.doi.org/10.1080/15732479.2022.2122516. Acesso em: 30 set. 2023.

    • APA

      Alves, G. P., Miguel, L. F. F., Lopez, R. H., & Beck, A. T. (2022). Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation. Structure and Infrastructure Engineering, 1-15. doi:10.1080/15732479.2022.2122516

    • NLM

      Alves GP, Miguel LFF, Lopez RH, Beck AT. Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation [Internet]. Structure and Infrastructure Engineering. 2022 ; 1-15.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1080/15732479.2022.2122516

    • Vancouver

      Alves GP, Miguel LFF, Lopez RH, Beck AT. Reliability assessment of guyed transmission towers through active learning metamodeling and progressive collapse simulation [Internet]. Structure and Infrastructure Engineering. 2022 ; 1-15.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1080/15732479.2022.2122516

  • Trabalho de evento

    Truss topology optimization considering uncertainties in the applied loads and progressive collapse (2021)

    Silva, Lucas Araujo R. da; Beck, André Teófilo

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: TRELIÇAS, ESTRUTURAS

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    • ABNT

      SILVA, Lucas Araujo R. da e BECK, André Teófilo. Truss topology optimization considering uncertainties in the applied loads and progressive collapse. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf. Acesso em: 30 set. 2023.

    • APA

      Silva, L. A. R. da, & Beck, A. T. (2021). Truss topology optimization considering uncertainties in the applied loads and progressive collapse. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf

    • NLM

      Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2023 set. 30 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf

    • Vancouver

      Silva LAR da, Beck AT. Truss topology optimization considering uncertainties in the applied loads and progressive collapse [Internet]. Proceedings. 2021 ;[citado 2023 set. 30 ] Available from: https://repositorio.usp.br/directbitstream/c45ea4e6-2cdd-4681-84bc-f7f0a08dfa83/arti76.pdf

  • Artigo de periodico

    Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints (2021)

    Silva, Gustavo Assis da; Aage, Niels; Beck, André Teófilo ; Sigmund, Ole

    Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: MANUFATURA ADITIVA, TOPOLOGIA, ESTRUTURAS

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    • ABNT

      SILVA, Gustavo Assis da et al. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, v. 122, p. 548-578, 2021Tradução . . Disponível em: http://dx.doi.org/10.1002/nme.6548. Acesso em: 30 set. 2023.

    • APA

      Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints. International Journal for Numerical Methods in Engineering, 122, 548-578. doi:10.1002/nme.6548

    • NLM

      Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1002/nme.6548

    • Vancouver

      Silva GA da, Aage N, Beck AT, Sigmund O. Three-dimensional manufacturing tolerant topology optimization with hundreds of millions of local stress constraints [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 122 548-578.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1002/nme.6548

  • Artigo de periodico

    Application of a reduced order model for fuzzy analysis of linear static systems (2021)

    Valdebenito, Marcos A.; Jensen, Hector A.; Pengfei, Wei; Beer, Michael; Beck, André Teófilo

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering. Unidade: EESC

    Subjects: SISTEMAS LINEARES, LÓGICA FUZZY, ESTRUTURAS

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      VALDEBENITO, Marcos A. et al. Application of a reduced order model for fuzzy analysis of linear static systems. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering, v. 7, p. 1-8, 2021Tradução . . Disponível em: http://dx.doi.org/10.1115/1.4050159. Acesso em: 30 set. 2023.

    • APA

      Valdebenito, M. A., Jensen, H. A., Pengfei, W., Beer, M., & Beck, A. T. (2021). Application of a reduced order model for fuzzy analysis of linear static systems. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering, 7, 1-8. doi:10.1115/1.4050159

    • NLM

      Valdebenito MA, Jensen HA, Pengfei W, Beer M, Beck AT. Application of a reduced order model for fuzzy analysis of linear static systems [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering. 2021 ; 7 1-8.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1115/1.4050159

    • Vancouver

      Valdebenito MA, Jensen HA, Pengfei W, Beer M, Beck AT. Application of a reduced order model for fuzzy analysis of linear static systems [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part B: mechanical engineering. 2021 ; 7 1-8.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1115/1.4050159

  • Artigo de periodico

    A conservatism index based on structural reliability and model errors (2021)

    Gomes, Wellison José de Santana; Beck, André Teófilo

    Source: Reliability Engineering and System Safety. Unidade: EESC

    Subjects: ENGENHARIA, ESTRUTURAS, ERRO, ESTRUTURAS

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    • ABNT

      GOMES, Wellison José de Santana e BECK, André Teófilo. A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, v. 209, p. 1-15, 2021Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ress.2021.107456. Acesso em: 30 set. 2023.

    • APA

      Gomes, W. J. de S., & Beck, A. T. (2021). A conservatism index based on structural reliability and model errors. Reliability Engineering and System Safety, 209, 1-15. doi:10.1016/j.ress.2021.107456

    • NLM

      Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.ress.2021.107456

    • Vancouver

      Gomes WJ de S, Beck AT. A conservatism index based on structural reliability and model errors [Internet]. Reliability Engineering and System Safety. 2021 ; 209 1-15.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.ress.2021.107456

  • Artigo de periodico

    Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation (2021)

    Felipe, Túlio Raunyr Cândido; Beck, André Teófilo

    Source: Mechanical Systems and Signal Processing. Unidade: EESC

    Subjects: FALHA, MECÂNICA DO DANO, TRELIÇAS, ESTRUTURAS

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      FELIPE, Túlio Raunyr Cândido e BECK, André Teófilo. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation. Mechanical Systems and Signal Processing, v. 158, p. 1-22, 2021Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ymssp.2021.107767. Acesso em: 30 set. 2023.

    • APA

      Felipe, T. R. C., & Beck, A. T. (2021). Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation. Mechanical Systems and Signal Processing, 158, 1-22. doi:10.1016/j.ymssp.2021.107767

    • NLM

      Felipe TRC, Beck AT. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation [Internet]. Mechanical Systems and Signal Processing. 2021 ; 158 1-22.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.ymssp.2021.107767

    • Vancouver

      Felipe TRC, Beck AT. Dynamic analysis of failure paths of truss structures: benchmark examples including material degradation [Internet]. Mechanical Systems and Signal Processing. 2021 ; 158 1-22.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.ymssp.2021.107767

  • Artigo de periodico

    Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators (2021)

    Vieira, Hiparco Lins; Beck, André Teófilo ; Silva, Maíra Martins da

    Source: Meccanica: An International Journal of Theoretical and Applied Mmechanics. Unidade: EESC

    Subjects: MÉTODO DE MONTE CARLO, MANIPULADORES MECÂNICOS, ANÁLISE DE INTERVALOS, FALHA, ENGENHARIA MECÂNICA

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      VIEIRA, Hiparco Lins e BECK, André Teófilo e SILVA, Maíra Martins da. Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators. Meccanica: An International Journal of Theoretical and Applied Mmechanics, p. 1-15, 2021Tradução . . Disponível em: http://dx.doi.org/10.1007/s11012-021-01359-7. Acesso em: 30 set. 2023.

    • APA

      Vieira, H. L., Beck, A. T., & Silva, M. M. da. (2021). Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators. Meccanica: An International Journal of Theoretical and Applied Mmechanics, 1-15. doi:10.1007/s11012-021-01359-7

    • NLM

      Vieira HL, Beck AT, Silva MM da. Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators [Internet]. Meccanica: An International Journal of Theoretical and Applied Mmechanics. 2021 ; 1-15.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1007/s11012-021-01359-7

    • Vancouver

      Vieira HL, Beck AT, Silva MM da. Combined interval analysis: Monte Carlo simulation approach for the analysis of uncertainties in parallel manipulators [Internet]. Meccanica: An International Journal of Theoretical and Applied Mmechanics. 2021 ; 1-15.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1007/s11012-021-01359-7

  • Artigo de periodico

    Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge (2021)

    Carneiro, Anselmo Leal; Portela, Enson de Lima ; Beck, André Teófilo ; Bittencourt, Túlio Nogueira

    Source: Revista IBRACON de Estruturas e Materiais. Unidades: EESC, EP

    Subjects: PONTES RODOVIÁRIAS, LONGARINAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS

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      CARNEIRO, Anselmo Leal et al. Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge. Revista IBRACON de Estruturas e Materiais, v. 14, n. 4, p. 1-24, 2021Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952021000400015. Acesso em: 30 set. 2023.

    • APA

      Carneiro, A. L., Portela, E. de L., Beck, A. T., & Bittencourt, T. N. (2021). Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge. Revista IBRACON de Estruturas e Materiais, 14( 4), 1-24. doi:10.1590/S1983-41952021000400015

    • NLM

      Carneiro AL, Portela E de L, Beck AT, Bittencourt TN. Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 4): 1-24.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1590/S1983-41952021000400015

    • Vancouver

      Carneiro AL, Portela E de L, Beck AT, Bittencourt TN. Fatigue safety level provided by Brazilian design standards for a prestressed girder highway bridge [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 4): 1-24.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1590/S1983-41952021000400015

  • Artigo de periodico

    Local versus global stress constraint strategies in topology optimization: a comparative study (2021)

    Silva, Gustavo Assis da; Aage, Niels; Beck, André Teófilo ; Sigmund, Ole

    Source: International Journal for Numerical Methods in Engineering. Unidade: EESC

    Subjects: TOPOLOGIA, TENSÃO ESTRUTURAL, ESTRUTURAS

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    • ABNT

      SILVA, Gustavo Assis da et al. Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, p. 1-34, 2021Tradução . . Disponível em: http://dx.doi.org/10.1002/nme.6781. Acesso em: 30 set. 2023.

    • APA

      Silva, G. A. da, Aage, N., Beck, A. T., & Sigmund, O. (2021). Local versus global stress constraint strategies in topology optimization: a comparative study. International Journal for Numerical Methods in Engineering, 1-34. doi:10.1002/nme.6781

    • NLM

      Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1002/nme.6781

    • Vancouver

      Silva GA da, Aage N, Beck AT, Sigmund O. Local versus global stress constraint strategies in topology optimization: a comparative study [Internet]. International Journal for Numerical Methods in Engineering. 2021 ; 1-34.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1002/nme.6781

  • Artigo de periodico

    A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data (2021)

    Silva, Bruno Oliveira da; Tsuha, Cristina de Hollanda Cavalcanti ; Beck, André Teófilo

    Source: International Journal of Civil Engineering. Unidade: EESC

    Subjects: REGRESSÃO LINEAR, ESTACAS, AREIA, ESTRUTURAS

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      SILVA, Bruno Oliveira da e TSUHA, Cristina de Hollanda Cavalcanti e BECK, André Teófilo. A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data. International Journal of Civil Engineering, v. 19, p. 1357-1368, 2021Tradução . . Disponível em: http://dx.doi.org/10.1007/s40999-021-00647-3. Acesso em: 30 set. 2023.

    • APA

      Silva, B. O. da, Tsuha, C. de H. C., & Beck, A. T. (2021). A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data. International Journal of Civil Engineering, 19, 1357-1368. doi:10.1007/s40999-021-00647-3

    • NLM

      Silva BO da, Tsuha C de HC, Beck AT. A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data [Internet]. International Journal of Civil Engineering. 2021 ; 19 1357-1368.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1007/s40999-021-00647-3

    • Vancouver

      Silva BO da, Tsuha C de HC, Beck AT. A procedure to estimate the installation torque of multi-helix piles in clayey sand using SPT data [Internet]. International Journal of Civil Engineering. 2021 ; 19 1357-1368.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1007/s40999-021-00647-3

  • Artigo de periodico

    Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs (2021)

    Carneiro, Anselmo Leal; Portela, Enson de Lima ; Bittencourt, Túlio Nogueira ; Beck, André Teófilo ; Carvalho, Hermes

    Source: Structure and Infrastructure Engineering. Unidades: EP, EESC

    Subjects: FADIGA DAS ESTRUTURAS, PONTES DE CONCRETO, VIGAS, SEGURANÇA ESTRUTURAL, ESTRUTURAS, ESTRUTURAS

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    • ABNT

      CARNEIRO, Anselmo Leal et al. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs. Structure and Infrastructure Engineering, p. 1-21, 2021Tradução . . Disponível em: http://dx.doi.org/10.1080/15732479.2021.1924798. Acesso em: 30 set. 2023.

    • APA

      Carneiro, A. L., Portela, E. de L., Bittencourt, T. N., Beck, A. T., & Carvalho, H. (2021). Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs. Structure and Infrastructure Engineering, 1-21. doi:10.1080/15732479.2021.1924798

    • NLM

      Carneiro AL, Portela E de L, Bittencourt TN, Beck AT, Carvalho H. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs [Internet]. Structure and Infrastructure Engineering. 2021 ; 1-21.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1080/15732479.2021.1924798

    • Vancouver

      Carneiro AL, Portela E de L, Bittencourt TN, Beck AT, Carvalho H. Fatigue safety assessment of longitudinal and transverse reinforcements for concrete girder bridge designs [Internet]. Structure and Infrastructure Engineering. 2021 ; 1-21.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1080/15732479.2021.1924798

  • Artigo de periodico

    Updated design wind map for Brazil and impacts on the reliability of built structures (2021)

    Pires, Anderson Vinha; Andrade, Sarah da Silva; Matias, Danilo Lima; Silva, Débora Maia; Santos, Thiago Dias dos; Vieira Junior, Luiz Carlos Marcos; Beck, André Teófilo

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. Unidade: EESC

    Subjects: ESTRUTURAS, VENTO, ESTRUTURAS

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      PIRES, Anderson Vinha et al. Updated design wind map for Brazil and impacts on the reliability of built structures. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering, v. 7, n. 4, p. 1-16, 2021Tradução . . Disponível em: http://dx.doi.org/10.1061/AJRUA6.0001183. Acesso em: 30 set. 2023.

    • APA

      Pires, A. V., Andrade, S. da S., Matias, D. L., Silva, D. M., Santos, T. D. dos, Vieira Junior, L. C. M., & Beck, A. T. (2021). Updated design wind map for Brazil and impacts on the reliability of built structures. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering, 7( 4), 1-16. doi:10.1061/AJRUA6.0001183

    • NLM

      Pires AV, Andrade S da S, Matias DL, Silva DM, Santos TD dos, Vieira Junior LCM, Beck AT. Updated design wind map for Brazil and impacts on the reliability of built structures [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. 2021 ; 7( 4): 1-16.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1061/AJRUA6.0001183

    • Vancouver

      Pires AV, Andrade S da S, Matias DL, Silva DM, Santos TD dos, Vieira Junior LCM, Beck AT. Updated design wind map for Brazil and impacts on the reliability of built structures [Internet]. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems Part A: civil engineering. 2021 ; 7( 4): 1-16.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1061/AJRUA6.0001183

  • Artigo de periodico

    Shear failure in reinforced concrete members without transverse reinforcement: analysis of model error of NBR6118:2014 (2021)

    Barros, Vinicius Paes de; Beck, André Teófilo ; Bittencourt, Túlio Nogueira

    Source: Revista IBRACON de Estruturas e Materiais. Unidades: EESC, EP

    Subjects: CISALHAMENTO, BANCO DE DADOS, RESISTÊNCIA ESTRUTURAL, ESTRUTURAS

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      BARROS, Vinicius Paes de e BECK, André Teófilo e BITTENCOURT, Túlio Nogueira. Shear failure in reinforced concrete members without transverse reinforcement: analysis of model error of NBR6118:2014. Revista IBRACON de Estruturas e Materiais, v. 14, n. 1, p. 1-11, 2021Tradução . . Disponível em: http://dx.doi.org/10.1590/S1983-41952021000100012. Acesso em: 30 set. 2023.

    • APA

      Barros, V. P. de, Beck, A. T., & Bittencourt, T. N. (2021). Shear failure in reinforced concrete members without transverse reinforcement: analysis of model error of NBR6118:2014. Revista IBRACON de Estruturas e Materiais, 14( 1), 1-11. doi:10.1590/S1983-41952021000100012

    • NLM

      Barros VP de, Beck AT, Bittencourt TN. Shear failure in reinforced concrete members without transverse reinforcement: analysis of model error of NBR6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 1): 1-11.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1590/S1983-41952021000100012

    • Vancouver

      Barros VP de, Beck AT, Bittencourt TN. Shear failure in reinforced concrete members without transverse reinforcement: analysis of model error of NBR6118:2014 [Internet]. Revista IBRACON de Estruturas e Materiais. 2021 ; 14( 1): 1-11.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1590/S1983-41952021000100012

  • Artigo de periodico

    Wiener path integral most probable path determination: a computational algebraic geometry solution treatment (2021)

    Petromichelakis, Ioannis; Bosse, Rúbia Mara; Kougioumtzoglou, Ioannis A.; Beck, André Teófilo

    Source: Mechanical Systems and Signal Processing. Unidade: EESC

    Subjects: DINÂMICA ESTOCÁSTICA, SISTEMAS NÃO LINEARES, ESTRUTURAS

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      PETROMICHELAKIS, Ioannis et al. Wiener path integral most probable path determination: a computational algebraic geometry solution treatment. Mechanical Systems and Signal Processing, v. 153, p. 1-24, 2021Tradução . . Disponível em: http://dx.doi.org/10.1016/j.ymssp.2020.107534. Acesso em: 30 set. 2023.

    • APA

      Petromichelakis, I., Bosse, R. M., Kougioumtzoglou, I. A., & Beck, A. T. (2021). Wiener path integral most probable path determination: a computational algebraic geometry solution treatment. Mechanical Systems and Signal Processing, 153, 1-24. doi:10.1016/j.ymssp.2020.107534

    • NLM

      Petromichelakis I, Bosse RM, Kougioumtzoglou IA, Beck AT. Wiener path integral most probable path determination: a computational algebraic geometry solution treatment [Internet]. Mechanical Systems and Signal Processing. 2021 ; 153 1-24.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.ymssp.2020.107534

    • Vancouver

      Petromichelakis I, Bosse RM, Kougioumtzoglou IA, Beck AT. Wiener path integral most probable path determination: a computational algebraic geometry solution treatment [Internet]. Mechanical Systems and Signal Processing. 2021 ; 153 1-24.[citado 2023 set. 30 ] Available from: http://dx.doi.org/10.1016/j.ymssp.2020.107534

  • Trabalho de evento

    Risk optimization of RC beam under column loss scenario (2021)

    Beck, André Teófilo ; Beck, André Teófilo

    Source: Proceedings. Conference titles: Ibero-Latin American Congress on Computational Methods in Engineering - CILAMCE. Unidade: EESC

    Subjects: RISCO, COLUNAS, ESTRUTURAS

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    • ABNT

      BECK, André Teófilo e BECK, André Teófilo. Risk optimization of RC beam under column loss scenario. 2021, Anais.. Belo Horizonte, MG: ABMEC, 2021. Disponível em: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf. Acesso em: 30 set. 2023.

    • APA

      Beck, A. T., & Beck, A. T. (2021). Risk optimization of RC beam under column loss scenario. In Proceedings. Belo Horizonte, MG: ABMEC. Recuperado de https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf

    • NLM

      Beck AT, Beck AT. Risk optimization of RC beam under column loss scenario [Internet]. Proceedings. 2021 ;[citado 2023 set. 30 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf

    • Vancouver

      Beck AT, Beck AT. Risk optimization of RC beam under column loss scenario [Internet]. Proceedings. 2021 ;[citado 2023 set. 30 ] Available from: https://repositorio.usp.br/directbitstream/c7a0519b-d6ca-4e2a-b49a-59b893629ca3/arti77.pdf

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